Abstract
In this article we analyze the influence of the blast-induced seismicity on the stability of hydraulic structures. It is known that when hydraulic tunnels are constructed during blasting works, both on the surface and in the underground space, one should take into account the influence of seismic effects on their stability. The task of forecasting and ensuring the stability of mine workings during earthquakes is very challenging because residual deformations appear in the rocks within shot points. Notably, during construction, blasting operations are often performed in the immediate vicinity of underground mines. This is the reason for limiting the number of massive blasts when the action of seismic waves should be taken into account. The analysis of this problem allowed us to conclude that under the influence of a seismic force, underground blasts can be used near existing dams and hydraulic structures and it does not have a dangerous influence on them.
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Yatimov, U.A., Yatimov, A.J., Safaraliev, N.S., Yatimov, I.A., Safarov, L.D. (2023). Blast-Induced Seismicity Impact on the Stability of Hydraulic Structures. In: Radionov, A.A., Ulrikh, D.V., Timofeeva, S.S., Alekhin, V.N., Gasiyarov, V.R. (eds) Proceedings of the 6th International Conference on Construction, Architecture and Technosphere Safety. ICCATS 2022. Lecture Notes in Civil Engineering, vol 308. Springer, Cham. https://doi.org/10.1007/978-3-031-21120-1_1
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DOI: https://doi.org/10.1007/978-3-031-21120-1_1
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